Article(id=1322943808962437914, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210054, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1610899200000, receivedDateStr=2021-01-18, revisedDate=1613059200000, revisedDateStr=2021-02-12, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343983163, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343983163, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343983163, creator=13701087609, updateTime=1793343983163, updator=13701087609, issue=Issue{id=1322943027827848128, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='11', pageStart='2313', pageEnd='2548', issueExtLink='null', onlineDate='null', pubDate='1637337600000', pubDateStr='2021-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343796927, creator='13701087609', updateTime=1793345952795, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322952070252343421, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322952070252343422, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2502, endPage=2508, ext={EN=ArticleExt(id=1322943809218290459, articleId=1322943808962437914, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Fracture Properties of Multi-Walled Carbon Nanotubes Reinforced Concrete, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

Incorporating multi-walled carbon nanotubes (MWCNTs) into concrete can improve the fracture toughness of concrete. The fracture properties of MWCNTs reinforced concrete were examined via three-point bending beam fracture tests. The fracture parameters of MWCNTs reinforced concrete were analyzed by using the double K fracture parameters. The results show that MWCNTs can improve the fracture toughness of concrete. When the content of MWCNTs is 0.10%, the 28-d compressive strength and splitting tensile strength of concrete are increased by 1.7% and 11.7%, respectively. When the content of MWCNTs is 0.15%, the initial fracture toughness, unstable fracture toughness and fracture energy of concrete are increased by 31.0%, 32.4% and 24.6%, respectively. It is indicated that MWCNTs delay the propagation of micro-cracks by bridging across the micro-cracks in concrete and strengthening the interfacial transition zone.

, authors=Bingmiao ZHENG¹, Jiaqi CHEN^{2, 3}, Tao SHI^{1, 4}, Yanming LIU¹, Jinhao XU¹, Nan GE¹, Qifan ZHAO¹, Xiaojun SHAO⁵, authorsList=Bingmiao ZHENG, Jiaqi CHEN, Tao SHI, Yanming LIU, Jinhao XU, Nan GE, Qifan ZHAO, Xiaojun SHAO, authorCompany=null, correspAuthors=Tao SHI, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322943809453171484, articleId=1322943808962437914, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=多壁碳纳米管增强混凝土的断裂性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

将多壁碳纳米管（MWCNTs）掺入混凝土中能提高混凝土的断裂韧性。通过带预制裂缝的三点弯曲梁断裂试验对MWCNTs增强混凝土的断裂性能进行了研究，采用双K断裂参数分析了MWCNTs增强混凝土的断裂性能。结果表明：MWCNTs提高了混凝土的断裂韧性。当MWCNTs的掺量为0.10%（占水泥的质量分数）时，混凝土的28 d抗压强度和劈裂抗拉强度分别提高了1.7%和11.7%；当MWCNTs的掺量为0.15%时，混凝土的起裂韧度、失稳韧度和断裂能分别提高了31.0%、32.4%和24.6%。MWCNTs主要通过桥接混凝土里的微裂缝和增强骨料界面过渡区，延缓微裂缝的扩展。

, authors=郑冰淼¹, 陈嘉琪^{2, 3}, 施韬^{1, 4}, 刘艳明¹, 徐锦皓¹, 葛楠¹, 赵启帆¹, 邵晓俊⁵, authorsList=郑冰淼, 陈嘉琪, 施韬, 刘艳明, 徐锦皓, 葛楠, 赵启帆, 邵晓俊, authorCompany=null, correspAuthors=施韬, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=Gi1UU1TJ0jmxxgxl1ur0TQ==, magXml=kOwCvEFh55X+omj19vdTJw==, pdfUrl=null, pdf=/RkQag9GTVbhfCmsbo44Sw==, pdfFileSize=2299808, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=N8CjqNHsxONGgHeAlIaKGw==, mapNumber=null, fund=null)}, authors=[Author(id=1322943810233312045, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1322943808962437914, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=zhengbingmiao@qq.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322943810325586735, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1322943808962437914, authorId=1322943810233312045, language=EN, stringName=Bingmiao ZHENG, firstName=Bingmiao, middleName=null, lastName=ZHENG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.College of Civil Engineering, Zhejiang University Of Technology, Hangzhou 310023, China, bio={"content":"

ZHENG Bingmiao (1996-), male, Master candidate. E-mail: zhengbingmiao@qq.com

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ZHENG Bingmiao (1996-), male, Master candidate. E-mail: zhengbingmiao@qq.com

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郑冰淼（1996—），男，硕士研究生。

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郑冰淼（1996—），男，硕士研究生。

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